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  2. 成都山地灾害与环境研究所
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  4. 山地灾害与地表过程重点实验室
Research on Seismic Response of Roadbed Slope

文献类型：会议论文

作者Zhong Wei1,2; Zhang Quanwen3
出版日期2012
会议名称Intelligent Computation Technology and Automation (ICICTA), 2012 Fifth International Conference on
会议日期2012
会议地点湖南张家界
关键词roadbed slope dynamic response numerical simulation roadbed soil cohesion
页码645-648
通讯作者Zhong Wei
英文摘要

The dynamic response characteristics of highway roadbed slope under the action of seismic dynamic loading are analyzed in this paper. Furthermore, the dynamic response
rules under the cohesion influence of roadbed soil are analyzed in detail. Finally, the amplification coefficient distribution of acceleration, velocity, displacement and relative displacement are comprehensively analyzed under various cohesions. And the final plastic zone is gained.

收录类别EI
合作状况国内
会议主办者Res. Assoc. Intelligent Comput. Technol. Autom.; Changsha University of Science and Technology; Hunan University of Science and Technology
会议录Intelligent Computation Technology and Automation (ICICTA), 2012 Fifth International Conference on
学科主题岩土力学 ; 灾害学
语种中文
ISBN号9780769546377
源URL[http://192.168.143.20:8080/handle/131551/4155]  
专题成都山地灾害与环境研究所_山地灾害与地表过程重点实验室
作者单位1.Key Laboratory of Mountain Hazards and Surface Process, Chinese Academy of Sciences, Chengdu, Sichuan, 610041, China
2.Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, Sichuan, 610041, China
3.Department of Civil Engineering, Southwest Jiaotong University, E'Mei Campus, Chengdu, Sichuan, 610031, China
推荐引用方式
GB/T 7714		 Zhong Wei,Zhang Quanwen. Research on Seismic Response of Roadbed Slope[C]. 见:Intelligent Computation Technology and Automation (ICICTA), 2012 Fifth International Conference on. 湖南张家界. 2012.

入库方式： OAI收割

来源：成都山地灾害与环境研究所

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